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NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 — W3 X W3 welded
wire fabric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
Non — concrete Boxes may be submitted for approval. Evaluation will include an H -20
Load Test.
JUNCTION BOX DIMENSION TABLE
ITEM
Box TYPE
TYPE 1
ALTERNATE A ALTERNATE B
TYPE 2
A Box Outside len th
22"
22"
33"
B Box Outside Width
17"
17"
22 1 2"
C Boz Inside Len th
18"
19"
28"
D Box Inside Width
13"
14"
17"
E LidLen th
18"
18"
26 1 2"
F Lid Width
13"
13"
17"
G Box De th
12"
12"
12"
H Lid &Frame De th
5 16"
5 16"
5 16"
J Wall Thickness Min.
1 1 2"
1 1 2"
1 1 2"
K Wire Reinforcement
W -3
W -2.5
W -2.5
L Le end
See Detail
See Detail
See Detail
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EPDXY FILL EPDXY. EILL�I
� �s� INLINE SPLICE
``� WYE SPLICE
SPLICE KIT
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IFUSE KIT
FUSE KIT & SPLICE KIT DETAILS
CJ� ADOPTED
CITY OF RENTON
f �
,p � = Standard plans
N T L4T DATE: 71 /5/96
DWG. NAME: JR -12 SP PAGE: J013
LIGHTING STANDARD &
& JUNCTION BOX
7
ITEM
Box
MATERIALS
6000 PSI concrete See Notes
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Frame
Diamond Plate Steel — A786
PLAN VIEW pO O o vp° p N =
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Lid Su art
1 B�Min. Thick Sieel G L or T. — A36
JUNCTION BOX
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Lid
Diamond Plate Steel — A786
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Anchors
Steel Wire or Tee Plate
6' CRAYEL PAO
COMPACTED
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Reinforcement
ASTM A -82 Steel
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"GALVANIZED STEEL
TPICAL JUNCTIONaOX INSTALLATCN DETAILS
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TRAFFlC SIGNAL SVSTEM LEGEND
TELEMETRY
F100K DETAIL PLAN SYMBOLS
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JUNC I ION. BOX DETAILS
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Form Letters w'th t /B" Weld L i�
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G1TY OF RENTDN
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ILLUMINATION SYSTEM LEGEND
T LST DATE:11 /89
DATE REVISION BY APPR D
DWG. NAME: JR -36 SP PAGE: J016
40 �
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� �s� INLINE SPLICE
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SPLICE KIT
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IFUSE KIT
FUSE KIT & SPLICE KIT DETAILS
CJ� ADOPTED
CITY OF RENTON
f �
,p � = Standard plans
N T L4T DATE: 71 /5/96
DWG. NAME: JR -12 SP PAGE: J013
LIGHTING STANDARD &
& JUNCTION BOX
7
p p v O O V p
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PLAN VIEW pO O o vp° p N =
= cp 3,
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STREET LIGHT POLE J
JUNCTION BOX
1'
SIDE VIEW O o ° v v o D
D � D� ° oD �
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000
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INDIVIDUAL JUNCTION BOX;
p v O o p °.p.O o..v o
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e a ° pa °a NOTE: CLASS 'B', CONCRETE
TO BE USED -IN
e p z D Dep CONSTRUCTION OF PAD
a J o0
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° ° N D ° 1' CONCRETE PAD DETAILS
OD o Dv p v D
1' Y ADOPTED.
PLAN VIEW crrY of aErrroN
+� +
Standard plans
T LST DATE: 10/30/96
TE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008
FUSE .KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
KITS — S.E.C.' OR EQUAL
TYPICAL DESIGN "B"
JUNCTION BOX 1/4" MINIMUM
SPLICE KITS GROUND LUG DRAIN HOLE
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT TOP OF CONCRE
WIRE RUNS UNDER POLE FOUNDATION TO
4" COO�ETE 5 9� �OR CURB. WITH
PAD TOP OF SIDEWA
#8 GREEN ' m= nn =nn —un I
GROUND WIRE ����°
e —
GROUND
CLAMP 4.
2— (SIZED AS REO'D) PVC CONDUIT
LIGHTING SYSTEM SYSTEM
WIRES TO CONTACTOR
CONCRETE
FOUNDATION
5/8 "x8' � 3' S0.
COPPER —CLAD OR DIA.
GROUND ROD
TYPICAL LIGHTING UNDERGROUND SYSTEM
Y ADOPTED
��,g CITY OF RENTON
4 �/
"�� � Standard playa
N-S ]ST DATE: t2/96
REVISION e� APPR' DWG. NAME: JR -06 SP PAGE: J007
ROLL 207
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RECOMMENDED FOR APPROVAL
BY DATE
BY DATE
BY DATE
RECORD DOCUMENT
BY ��. ��ir^-� =- DP.TE 2 - �7-n7
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�PRI Try
m��yP� aF W �N'Hy��1r
Z HERMAN TRAFFIC ENGINEERING
' gPOesea'sTER���d��� 1 5324 Southeast 133rd Court, Renton, Washington 98059
SfONAL E� 9.L7 _pG
425 - 277 -1740 tel. 425- 277 -5718 fax hte @comcast. net
EXPIRES O1 /31 /07
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